EP1626126B1 - Glissière de sécurité routière - Google Patents
Glissière de sécurité routière Download PDFInfo
- Publication number
- EP1626126B1 EP1626126B1 EP05013551A EP05013551A EP1626126B1 EP 1626126 B1 EP1626126 B1 EP 1626126B1 EP 05013551 A EP05013551 A EP 05013551A EP 05013551 A EP05013551 A EP 05013551A EP 1626126 B1 EP1626126 B1 EP 1626126B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- posts
- barrier
- beams
- crash
- arrangement according
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000004888 barrier function Effects 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 125000006850 spacer group Chemical group 0.000 abstract 1
- 210000002414 leg Anatomy 0.000 description 10
- 210000000689 upper leg Anatomy 0.000 description 7
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
- E01F15/0407—Metal rails
- E01F15/0423—Details of rails
- E01F15/043—Details of rails with multiple superimposed members; Rails provided with skirts
Definitions
- the invention relates to a Leitschwellenan extract according to the features in the preamble of claim 1.
- guardrails which have a substantially trough-shaped cross-section, are fastened via S-shaped curved tabs in the region of the posts to these or to the guide bars.
- the guardrail strand can pivot in the event of an impact of a case came cyclist in the direction of the post.
- the cyclist is caught and can not slide under the Leitholmstrang through and possibly reach a parallel lane. Also, it is avoided that the cyclist is thrown against a post and may possibly incur significant injuries here.
- the invention is - based on the state of the art - the task of creating a Leitschwellenan inch that meets the demands placed on the protection of a two-wheeled cyclist on the one hand and the protection of colliding against the Leitschwellenan Aunt vehicles on the other hand equally then when the Leitholmstrang is attached directly to the post.
- guardrails are limited resiliently fixed to the post, that is located at a certain distance from the posts, this space can be used extensively for energy conversion.
- the fixation of the guardrail strand to the post is according to the features of claim 2 of the connection of two successive guardrails thereby properly separated that the guardrails are releasably connected to each other in the area between two posts.
- the guardrails of the guardrail strand may have a trough-shaped cross-section with extending parallel to the post vertical baffles and obliquely attached to the upper and lower longitudinal edges of the baffles thighs.
- the legs go over curves in the impact bars, so that no sharp longitudinal edges are formed to the chagrin of a two-wheeled driver.
- Between the crash barriers and the posts pieces of pipe are incorporated as a buffer.
- the pipe sections may be perpendicular with their axes, but preferably the pipe sections extend with their axes in horizontal planes.
- the bolts pass through the impact bars and the pipe sections and are clamped on the inside of the posts with nuts.
- the length of the pipe sections corresponds approximately to the width of the posts seen in the longitudinal direction of the guardrail strand.
- guardrails are bent in a vertical cross-section C-shaped. They have concave curved baffles towards the posts and end faces of the baffles facing each other vertical legs.
- the legs which run in a vertical plane, pass over arched areas into the impact bars.
- With the thighs are the baffles on the post.
- the legs and the adjacent areas of the impact bars are penetrated by bolts. These are preferably fixed to the baffles.
- the bolts protrude into the posts and are here provided with nuts through which the crash barriers are fixed locally.
- the guardrails deform elastically towards the posts, with the bolts with the nuts dipping into the posts.
- the crash barriers can be made of sheet steel. But also conceivable are crash barriers made of a suitable plastic.
- the connecting means consist of bolts 10 and nuts that can not be identified further.
- the Leitholmstrang 8 is stiffened by U-profiles 11.
- the webs 12 of the U-profiles 11 are fixed on the predetermined breaking screws 6 to the post 3, while the longitudinal edges of the legs 13 engage in the beads 14 of the guide rails 7.
- the predetermined breaking screws 6 are located at the lying between the beads 14 webs 15 of the guide rails 7th
- a guardrail strand 16 also shot against each other set crash barriers 17.
- Successive crash barriers 17 are releasably connected to each other in the area between two posts 3. For this purpose, the ends of the crash barriers 17 are superimposed and joined together by means of screw 18.
- the thickness D of the crash barriers 17 is significantly smaller than the thickness D1 of the guide rails 7.
- the guardrails 17 have a trough-shaped cross section, which is composed of parallel to the posts 3 extending baffles 19 and at the upper and lower longitudinal edges of the baffles 19 obliquely attached legs 20. Between the baffles 19 and the post 3, pipe sections 23 are provided in two staggered height regions 21, 22 which extend with their axes in horizontal planes. Both the baffle bars 19 and the pipe sections 23 are penetrated by attached to the baffle bars 19 bolt 24. These bolts 24 also pass through the adjacent walls of the posts 3. By means of nuts 25 located on the inside of the posts 3, the pipe sections 23 and the crash barriers 17 are pulled against the posts 3.
- the embodiment of the FIG. 3 is different from the one of Figures 1 and 2 by the formation of the guardrail strand 16a.
- the guardrail strand 16a in this case also consists of weftwise aneindercalleden crash barriers 17a C-shaped cross-section. This is composed of the post 3 concave curved baffles 19a and arcuate portions 26 in a plane superimposed and facing each other legs 27 together.
- the legs 27 are located on the post 3. They are penetrated together with the adjacent sections of the baffles 19 a of bolts 28. These are preferably connected to the baffles 19a.
- On the inside of the posts 3 are nuts 29, with the aid of the guardrails 17 a are pulled against the posts 3.
- the Leitholmstrang 8a consists of Leitholmen 7a, which have the roadway facing surfaces 30, between which a trough 31 is formed.
- the bottom 32 of the trough 31 is connected via predetermined breaking screws 33 with the post 3.
- the guide rails 7a are stiffened by trough-shaped profiles 34 which are fixed with the predetermined breaking screws 33 to the posts 3 and with the free ends of their obliquely placed legs 35 in the arcuate transitional areas 36 between the surfaces 30 and angled legs 37 summarize.
- FIG. 5 shows a Leitholmstrang 8b, which is designed C-shaped and the post 3 overlaps the head side.
- Two successive guide rails 7b are connected to each other in the region of the posts 3 by a likewise C-shaped overlap piece 38, which summarizes in the ends of the blunt abutting Leitholme 7b.
- the connection is made by bolts 39 and nuts 40.
- the determination of the Leitholmstrangs 8b to the post 3 is done by engaging in the transition pieces 38 angle pieces 41 which are fixed by means of bolts 42 and nuts 43 to the post 3.
- This embodiment of a Leitholmstrangs 8b can with the in the FIGS. 2 and 3 illustrated embodiments of guardrail strands 16, 16a are combined.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Vibration Dampers (AREA)
- Materials For Medical Uses (AREA)
Claims (6)
- Dispositif de bordure de route (1), qui se compose de montants (3) fixés au niveau du sol (4), de tronçons de longeron de guidage (8, 8a, 8b) formés à partir de longerons de guidage (7, 7a, 7b) placés ensemble, fixés de manière amovible au niveau des extrémités supérieures (5) des montants (3), et d'un tronçon de rails de sécurité (16, 16a) prévu en-dessous de tronçons de longeron (8, 8a, 8b), et de rails de sécurité (17, 17a) ajoutés les uns à côté des autres également sous forme de tronçon, caractérisé en ce que les rails de sécurité (17, 17a) du tronçon de rails de sécurité (16, 16a) présentant une faible épaisseur (D) par rapport aux longerons de guidage (7, 7a, 7b) sont fixés de manière relativement flexible au niveau des montants (3), de manière transversale par rapport à leur allongement longitudinal dans deux zones de hauteur (21, 22) décalées l'une par rapport à l'autre.
- Dispositif de bordure de route selon la revendication 1, caractérisé en ce que deux rails de sécurité (17, 17a) consécutifs sont reliés de manière amovible dans la zone située entre deux montants (3).
- Dispositif de bordure de route selon la revendication 1 ou 2, caractérisé en ce que les rails de sécurité (17) du tronçon de rails de sécurité (16) présentent une section transversale en forme de cuvette avec des entretoises de rebondissement (19) s'étendant de manière parallèle par rapport aux montants (3), ainsi que des branches (20) inclinées dans la direction des montants (3) au niveau des arrêtes longitudinales supérieures et inférieures des entretoises de rebondissement (19), les rails de sécurité (17) étant fixés au niveau des montants (3) au moyen de boulons filetés (24) et d'écrous (25) en insérant des pièces tubulaires (23).
- Dispositif de bordure de route selon la revendication 1 ou 2, caractérisé en ce que les rails de sécurité (17a) sont courbés en forme de C, reposent au niveau des montants (3) avec des entretoises (27) verticales tournées les unes vers les autres et sont fixés aux montants (3) via des entretoises (27) et des boulons de vissage (28) traversant des entretoises de rebondissement (19a) concaves par rapport aux montants (3).
- Dispositif de bordure de route selon l'une quelconque des revendications 1 à 4, caractérisé en ce que les rails de sécurité (17, 17a) sont en tôle ou en plastique.
- Dispositif de bordure de route selon la revendication 3 ou 5, caractérisé en ce que les pièces tubulaires (23) sont en acier ou en plastique.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004038982A DE102004038982A1 (de) | 2004-08-10 | 2004-08-10 | Leitschwellenanordnung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1626126A1 EP1626126A1 (fr) | 2006-02-15 |
EP1626126B1 true EP1626126B1 (fr) | 2008-08-13 |
Family
ID=35094422
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05013551A Active EP1626126B1 (fr) | 2004-08-10 | 2005-06-23 | Glissière de sécurité routière |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1626126B1 (fr) |
AT (1) | ATE404736T1 (fr) |
DE (2) | DE102004038982A1 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202007019215U1 (de) * | 2007-05-30 | 2011-03-31 | Sps Schutzplanken Gmbh | Fahrzeug-Rückhaltesystem an Verkehrswegen |
DE102007050028A1 (de) * | 2007-10-17 | 2009-04-30 | Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co Kg | Fahrzeugrückhaltesystem |
EP2083122A1 (fr) * | 2008-01-25 | 2009-07-29 | Crisol Julio Collados | Barrière de sécurité pour garde-corps |
ES2393428T1 (es) * | 2010-04-06 | 2012-12-21 | Recuperación Materiales Diversos, S.A. | Protector para vallas de seguridad en carretera contra impactos de motoristas |
CH705555B1 (de) | 2011-09-22 | 2018-09-28 | Kaufmann Ag | Leitplankenanordnung mit einer Rückhalteeinrichtung für Motorradfahrer und Verfahren zum Nachrüsten einer Leitplankenanordnung mit einer Rückhalteeinrichtung für Motorradfahrer. |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT330234B (de) * | 1974-03-28 | 1976-06-25 | Voest Ag | Sicherheitsleitplanke |
FR2546932B3 (fr) * | 1983-06-01 | 1987-04-30 | Routier Equip Sa | Systeme de protection de points durs pour voies de circulation routiere |
DE3809896A1 (de) * | 1988-03-24 | 1989-10-12 | Spig Schutzplanken Prod Gmbh | Schutzplankenanordnung fuer fahrbahnen |
GB9021380D0 (en) * | 1990-10-02 | 1990-11-14 | British Alcan Aluminium Plc | Vehicle crash barrier |
AT1452U1 (de) * | 1996-06-03 | 1997-05-26 | Voest Alpine Krems Finaltech | Leiteinrichtung |
DE19907954B4 (de) * | 1999-02-01 | 2011-01-20 | Sps Schutzplanken Gmbh | Passive Schutzeinrichtung |
FR2819277B1 (fr) * | 2001-01-10 | 2007-04-20 | Diffusion Regionale Et Locale | Barriere de securite routiere, piece constitutive et leur procede de fabrication |
-
2004
- 2004-08-10 DE DE102004038982A patent/DE102004038982A1/de not_active Withdrawn
-
2005
- 2005-06-23 EP EP05013551A patent/EP1626126B1/fr active Active
- 2005-06-23 DE DE502005004991T patent/DE502005004991D1/de active Active
- 2005-06-23 AT AT05013551T patent/ATE404736T1/de not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
EP1626126A1 (fr) | 2006-02-15 |
DE502005004991D1 (de) | 2008-09-25 |
DE102004038982A1 (de) | 2006-03-09 |
ATE404736T1 (de) | 2008-08-15 |
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